HomeMy WebLinkAboutAPPROVED, ShinglesCREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: IKO INDUSTRIES, LTD
40 Hansen Rd S
Brampton, ON L6W 3H4
Canada
(905) 457-2880
www. i ko.co m
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 7T" EDITION (2020)
Manufacturing Plants: Calgary, Alberta
Hawkesbury, Ontario
Hillsboro, TX
Kankakee, IL
Sumas, WA
Sylacauga, AL
Toronto, Ontario
Wilmington, DE
Quality Assurance: PRI Construction Materials Technologies (QUA9110)
SCOPE
Issued October 22, 2020
Category: Roofing
Subcategory: Asphalt Shingles
Code Edition: Florida Building Code, 7`" Edition (2020) including High -Velocity Hurricane Zones (HVHZ)
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.5.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entity
Report No.
Standard
Year
FM Approvals (TST1867)
3036971
FM 4475
2010
FM Approvals (TST1867)
3040947
FM 4475
2010
ASTM E 108
2016
FM Approvals (TST1867)
3041689
FM 4475
2010
FM Approvals (TST1867)
3044376
FM 4475
2010
FM Approvals (TST1867)
3045254
FM 4475
2010
FM Approvals (TST1867)
3046191
FM 4475
2010
PRI Construction Materials Technologies (TST5878)
IKO-050-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-053-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-067-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-071-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-072-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-076-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-077-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-088-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-095-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-096-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
IKO-099-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-100-02-01
TAS 107
2020
PRI Construction Materials Technologies (TST5878)
I KO-1 14-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO- 115-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
IKO- 117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
IKO-120-02-01
ASTM D 3462
2010A
IK019002.2 FL30310-R2 Page 1 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
C 1KO INDUSTRIES, LTD
4 G Asphalt Shingles
TECHNICAL SERVICES, LLC
Entity
Report No.
Standard
Year
PRI Construction
Materials
Technologies (TST5878)
476C0020.3
ASTM E
108
2016
PRI Construction
Materials
Technologies (TST5878)
476C0033.1
ASTM D
3462
2010A
PRI Construction
Materials
Technologies (TST5878)
476C0033.2
ASTM D
3161
2016
PRI Construction
Materials
Technologies (TST5878)
476C0033.3
ASTM E
108
2016
PRI Construction
Materials
Technologies (TST5878)
476T0002
ASTM D
3462
2010A
PRI Construction
Materials
Technologies (TST5878)
476T0003
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
476T0004
ASTM D
3161
2016
PRI Construction
Materials
Technologies (TST5878)
476T0012
ASTM D
3462
2010A
ASTM D
3018
1990(R94)E1
PRI Construction
Materials
Technologies (TST5878)
476T0013
ASTM D
3161
2016
TAS 107
2020
PRI Construction
Materials
Technologies (TST5878)
476T0021
ASTM D
3462
2010A
ASTM D
3018
1990(R94)E1
PRI Construction
Materials
Technologies (TST5878)
476T0022
ASTM D
3161
2016
TAS 107
2020
PRI Construction
Materials
Technologies (TST5878)
476T0023
ASTM E
108
2016
PRI Construction
Materials
Technologies (TST5878)
476T0034
ASTM D
3462
2010A
PRI Construction
Materials
Technologies (TST5878)
476T0039
ASTM D
3462
2010A
ASTM D
3018
1990(R94)E1
PRI Construction
Materials
Technologies (TST5878)
476T0040
ASTM D
3161
2016
PRE Construction
Materials
Technologies (TST5878)
476T0041
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
476T0042
ASTM D
3462
2010A
ASTM D
3018
1990(R94)E1
PRI Construction
Materials
Technologies (TST5878)
476T0043
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
476T0044
ASTM D
3462
2010A
ASTM D
3018
1990(R94)E1
PRI Construction
Materials
Technologies (TST5878)
476T0045
ASTM D
3161
2016
PRI Construction
Materials
Technologies (TST5878)
476T0046
TAS 100
1995
PRI Construction
Materials
Technologies (TST5878)
476T0057
ASTM D
3462
2010A
PRI Construction
Materials
Technologies (TST5878)
476T0058
ASTM E
108
2016
PRI Construction
Materials
Technologies (TST5878)
476T0059
ASTM D
3161
2016
PRI Construction
Materials
Technologies (TST5878)
476T0061
ASTM D
7158
2019ael
PRODUCT DESCRIPTION
Roofshake'm HW
13-314" x 40-7/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
Armou►shakeTm
18-112" x 37-3/8", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Sumas)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Royal Estate TM
13-114" x 40", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Crowne Slate
13-114" x 39-112", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Toronto)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Shingles shall be used in the non-HVHZ only.
DynastyTm
13-314" x 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Calgary, Hawkesbury,
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
Hillsboro, Kankakee &
Shingles manufactured in Calgary and Sumas shall be used in the non-HVHZ only.
Sumas)
NordicTm
13-314" x 40-718", ASTM D 3161, Class F self-sealing, fiberglass reinforced, laminated
(Hillsboro & Kankakee)
architectural asphalt shingle surfaced with granules complying with ASTM D 3462.
IKO19002.2 FL30310-R2 Page 3 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK IKO INDUSTRIES, LTD
Asphalt Shingles
A TECHNICAL SERVICES, LLC
INSTALLATION
RoofshakeT"' HW Basic Wind Speed VMax. 194 mph
.. ..
(Sumas) Basic Wind Speed (Vasil) Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in, plywood existing
- - construction.
- -- --- --- -- - -- - --- ---
Deck {Non-HVHZ): Solidly sheathe_ d in accordance with FBC requirements.
Underlayment: In accordance with FBC requirements.
-- - ------ ---- ---
Min. slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21.12............ _........ _............ _............ .........
.
Installation (Non-HVHZ) Installed with 5-718 inch exposure, in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using "4 Nail
Pattern" detailed below.
Nail Line Common Bond
s
Standard Application
PGquires 4 Nair
Nail
Line
Figure 1. Roofshake- HW
4 Nail Pattern (Non-HVHZ on
A--"
S-7f8
I1<O19002.2 FL30310-R2 Page 5 of 15
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKAsphalt
1KO INDUSTRIES, LTD
Shingles
TECHNICAL SERVICES,
LLC
Royal Estate
Y
Basic Wind S eed
P.�u�...._Max..194
mph....... _
(Toronto)
Toronto
Basic Wind Speed
P.......Va).
:..Max 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck {Non-HVHZ)
--
........ ....
Solidly sheathed in accordance with FBC requirements.
-- -
Underlayment:
_._.._._
In accordance with FBC requirements
._ ......_.. .... - - - --
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
-------
shingles at slopes greater than 21 A2.
--- -----
Installation (HVHZ):
Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
---
Installation (Non-HVHZ):
- ---- - --- --- ------------ -- ------
Installed with 5 718 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
V --I.
Standard Application
Requires 4 Nails/Fasteners
Nails
Figure 4. Royal Estate TM
4 Nail Pattern [non-HVHZ on
Steep Slope/High Wind Applications
Rectuires 6 Nallsrl=astcners
Nails
Figure 5. Royal Estate TM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 7 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAI- SERVICES, LLC
Dynasty'
(Calgary (Non-HVHZ),
Hawkesbury, Kankakee &
Sumas (Non-HVHZ))
and
Nordic"I
(Kankakee)
and
CRC Regency®
Basic Wind S1
Basic Wind S1
Deck (HVHZ):
Deck (Nor
Underlayn
Min. slope
Installation (HVHZ):
Installation (Non-HVHZ):
IKO INDUSTRIES, LTD
Asphalt Shingles
Max. 194 mph__ -
Max. 150 mph-
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Solidly sheathed In accordance with FBC requirements.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21 12.
... ........ ...... ........
.
Installed with 5-78 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
...... ...................
Installed with 5 718 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
�,1W ArmaurZane
Standard Application
Requires 4 Nails/Fasteners
------------- -------------- ------------
t_ii4.
ArmourZone
Figure 7. DynastyTm and NordicTm
4 Nail Pattern (non-HVHZ only)
1-114,
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
4'
nourZone
Figure 8. DynaStyTM and NordicT"'
6 Nail Pattern
1-1j4.
ArmaurZnne
I1<019002.2 FL30310-R2 Page 9 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GREED
TECHNICAL SERVICES, LLC
CRC SuperglassTm Basic Wind Si (Calgary (Nan-HVHZ), Basic Wind St
Hawkesbury, &Toronto Deck (HVHZ):
(Non-HVHZ))
and
Marathon'rm Plus AR
(Calgary (Non-HVHZ),
Hawkesbury, Hillsboro,
Kankakee, Sumas (Non-
HVHZ), Sylacauga &
Toronto (Non-HVHZ))
and
MarathonTTM
(Hillsboro & Sylacauga)
Deck
Min. slope
Installation (HVHZ):
Installation (Non-HVHZ):
IKO INDUSTRIES, LTD
Asphalt Shingles
Max 194 mph _
Max 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Solidiy sheathed in accordance with FBC requirements
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5-7/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-7/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Standard Application
Requires 4 Nails/Fasteners
Sealant Strip
Figure 11. CRC SuperglaSSTM, Marathon I'm Plus AR and MarathonIm
4 Nail Pattern (non-HVHZ only)
Steep Slope/High Wind Applications
Requires 6 Nails/Fasteners
Sealant S
Figure 12. CRC SuperglaSSTTM, Marathon TM Plus AR and Marathon TM
6 Nail Pattern
IKO19002.2 FL30310-R2 Page 11 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
e CREEK
TECHNICAL SERVICES, LLC
IKO INDUSTRIES, LTD
Asphalt Shingles
Hip and RidgeTm Basic Wind Speed( ':Max 194 mph
(Sumas) Basic Wind Speed x 150 mph
Deck (Non HVHZ). Solidly sheathed in accordance with FBC requirements.
...
Underlayment In accordance with FBC requirements.
- -- -
Min slope: 212 and -in -accordance with FBC requirements.
Installation: Installed with 5-518 inch exposure, in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
fiteirt Direction prevailing wind
ere-
acnx
Perforation Marks
re 14. Hit) and Ri
Nails
1" Optional Taper Cut
TM (non-HVHZ on
r
00
r�
r p
1"Taper Cut
IKO19002.2 FL30310-R2 Page 13 of 15
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ACREEK
TECHNICAL, SERVICES, LLC
LIMITATIONS
IKO INDUSTRIES, LTD
Asphalt Shingles
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
6) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
7) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 70 Edition (2020) including High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents
submitted by the named manufacturer.
i,,,',ii4,t,. 2020.10.22
YOV?
No 74021
• •• � �, p9'i•'M Wn.E M Sacd.n R. PM•t
_ --04'00'
-D'. STATE OF
��,�•, P •_��� Zachary R. Priest, P.E.
'����'•• O R 1�,••�- Florida Registration No. 74021
Organization No. ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
I K019002.2
END OF REPORT
FL30310-R2
Page 15 of 15
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.